Bridge Statistics for New Johnsonville, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 430A3750001,  Location: IN NEW JOHNSONVILLE @ SR1 (Lat: 36.030983,  Lng: -87.946050),  Route carried "on" structure: City street 375,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 160 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 256 (year 2028),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 430A6330001,  Location: INDUSTRIAL RD. -NEW JOHNS (Lat: 36.002933,  Lng: -87.972283),  Route carried "on" structure: City street 633,  Year Built: 2001,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 800 (year 2028),  Design Load: HS 20,  Features Intersected: FOWKES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

Find on map >>

Structure Number: 430A6330003,  Location: INDUSTRIAL RD. -NEW JOHNS (Lat: 36.014667,  Lng: -87.972600),  Route carried "on" structure: City street 633,  Year Built: 2001,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 800 (year 2028),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 43S61700001,  Location: LONG ST. IN-NEW JOHNSONVI (Lat: 36.015583,  Lng: -87.962833),  Route carried "on" structure: City street 927,  Year Built: 1950,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,520 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,232 (year 2028),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

Find on map >>

Structure Number: 43S61700003,  Location: LONG ST. IN-NEW. JOHNSONV (Lat: 36.000983,  Lng: -87.962083),  Route carried "on" structure: City street 927,  Year Built: 1950,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,520 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,232 (year 2028),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $80,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 43S61700007,  Location: LONG ST. IN NEW JOHNSONVI (Lat: 36.018567,  Lng: -87.964533),  Route carried "on" structure: City street 927,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,520 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,232 (year 2028),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

Find on map >>

Structure Number: 43S63270001,  Location: AT SR 1-NEW JOHNSONVILLE (Lat: 36.023683,  Lng: -87.962283),  Route carried "on" structure: City street 658,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 1,420 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,272 (year 2028),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 43SR0010001,  Location: AT SR1 NEW JOHNSONVILLE (Lat: 36.023083,  Lng: -87.961867),  Route carried "on" structure: City street 658,  Year Built: 2002,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 1,420 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,272 (year 2028),  Design Load: HS 20,  Features Intersected: NFA A658 / SR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 43SR0010031,  Location: AT SR1 NEW JOHNSONVILLE (Lat: 36.018533,  Lng: -87.983083),  Route carried "on" structure: Ramp City street 423,  Year Built: 2001,  Status: Open,  Structure Length: 8.55m (28.05ft),  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 800 (year 2028),  Design Load: HS 20,  Features Intersected: TVA LOOP RAMP / SR-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 43SR0010001,  Location: NEAR JOHNSONVILLE TENN. (Lat: 36.023083,  Lng: -87.961867),  Route carried "under" structure: US 70,  Year Built: 2002,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 6,850 (year 2007),  Truck Traffic: 5%,  Features Intersected: NFA A658 / SR 1,  Facility Carried by Structure: NFA A658
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 3.573,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

Find on map >>

Structure Number: 43SR0010031,  Location: NEAR JOHNSONVILLE TENN. (Lat: 36.018533,  Lng: -87.983083),  Route carried "under" structure: US 70,  Year Built: 2001,  Structure Length: 8.55m (28.05ft),  Average Daily Traffic: 5,840 (year 2006),  Truck Traffic: 5%,  Features Intersected: TVA LOOP RAMP / SR 1,  Facility Carried by Structure: NFA A423
Minimum Vertical Clearance: 9.63m (31.59ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)